Effects of collars in reducing local scour depth around bridge abutments under unsteady flow conditions
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11600-024-01363-x.pdf
Reference56 articles.
1. Alabi PD (2006) Time development of local scour at a bridge pier fitted with a collar. Master Thesis, University of Saskatchewan
2. Bombar G (2020) Scour evolution around bridge piers under hydrographs with high unsteadiness. Iran J Sci Technol Trans Civ Eng 44:325–337. https://doi.org/10.1007/s40996-019-00321-8
3. Barbhuiya AK, Dey S (2004) Local scour at abutments: a review. Sadhana 29:449–476. https://doi.org/10.1007/BF02703255
4. Borghei SM, Kabiri-Samani A, Banihashem SA (2012) Influence of unsteady flow hydrograph shape on local scouring around bridge pier. Proc Inst Civ Eng Water Manag 165:473–480. https://doi.org/10.1680/wama.11.00020
5. Cao X, Gu Z (2015) Three classification criteria and their comparison impact scale between double non-submerged spur dikes. J Zhejiang Univ 49:200–207
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